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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC Lowest rates |
| 2 | L2₹6.0 LRejected-AOC BATHINDA PUNJAB PB | BATHINDA | PUNJAB | 151001 | ₹6.0 L | L2 | Rejected-AOC High rates |
| Sl No | Description | Qty | Unit | SIDHU CONSTRUCTIONS CO. L2 | PARAM CONSTRUCTION COMPANY L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- f) Extra for puddling work | 203.76 | cum | 110 ₹22,413.60 | 100.66 ₹20,510.48 |
| 2.00 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty | 203.76 | cum | 155 ₹31,582.80 | 139.63 ₹28,451.01 |
| 3.00 | Dressing bed and preparation of sub grade for lining | 148.64 | sqm | 12 ₹1,783.68 | 11.92 ₹1,771.79 |
| 4.00 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications | 1.3 | mt | 85,000 ₹1.1 L | 77,020.07 ₹1.0 L |
| 5.00 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. | 4.66 | cum | 191 ₹890.06 | 201.33 ₹938.20 |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering | 107.76 | sqm | 243 ₹26,185.68 | 232.3 ₹25,032.65 |
| 7.00 | C. Conc. 1:3:6 (M-10) with stone ballast mixing by mechanical means using concrete mixer volume metric type | 14.94 | sqm | 5,700 ₹85,158 | 5,049.79 ₹75,443.86 |
| 8.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 45.28 | cum | 7,200 ₹3.3 L | 6,643.37 ₹3.0 L |
Updated dates
Tender Value
₹5.6 L
EMD Value
₹11,300
Closing Date
19 Feb 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
Estimate for construction of staircase for livestock at u/s of VRB RD 140500 of second Patiala feeder.
2026_WR_158544_1
81 Dated 23.01.2026
Open Tender
Civil Works - Canal
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹11,300
Lehal Canal Division WRD Punjab Patiala
6 May 2026
23 Jan 2026
19 Feb 2026
23 Jan 2026
19 Feb 2026
23 Jan 2026
28 Jan 2026
Earth work excavation in ordinary soil, exclusive of compensation of earth:- f) Extra for puddling work
Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads excluding royalty
Dressing bed and preparation of sub grade for lining
Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications
Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering
C. Conc. 1:3:6 (M-10) with stone ballast mixing by mechanical means using concrete mixer volume metric type
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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